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01liZK- el N EON �� <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1..W1.4 OVER <br />GENERAL <br />31/7, <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING III PROVIDE CORNER BARS SAME SIZE QUANTITY SCHEDULEFOUNDATION,HEDU�G EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF, <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />all <br />SEE PLAN <br />8" <br />TE-2 <br />12, <br />SEE PLAN <br />FM-1208 <br />17' <br />CONTINUOUS <br />18" <br />- <br />2 's <br />FMC-12KIB <br />17' <br />CONTINUOUS <br />18" <br />(2)#5's <br />VARIES <br />F1-24x24 <br />24" <br />1., <br />12, <br />(2) #Ss <br />(2) #5's <br />(-)0'4' <br />7'-4" O.C. MAX <br />TYP. U.N.O. <br />111111111 <br />JAI <br />ro 0�0_' _ <br />TOP OF <br />— — — — — — — — — FM-1— — — — — — — — — — — — — — — — — — — <br />—1 <br />— — — — FMGi2X18 — — — — <br />"4 <br />6 SLAB <br />1.1 <br />'A 4 I <br />u 1.1 <br />4" CONC. <br />SLAB <br />I <br />SIM <br />v7 l /2" <br />49-1" <br />I <br />20,-8„ I <br />c <br />V <br />~I <br />1.1 1.A1 <br />N <br />SLOPE" <br />FM-12XI S <br />4" PVC CHASE) -' <br />_0. 2'-8" 14'-2" <br />m <br />I <br />4 <br />L� <br />Y <br />N <br />3 <br />I z <br />w ro <br />(D]*:5 <br />1/2" <br />,., <br />1.1 <br />SLOPE P. <br />i PEA ( w N 0T— <br />FMC-12X18 <br />� <br />TOP OF <br />ry I SLAB <br />4" CONC. io <br />TE-2 <br />I SLAB <br />IN 44-10 <br />12'-10" <br />M <br />-31/2" <br />m <br />FM-12X18 <br />7 Tp�ppF <br />I <br />I <br />I <br />O° SLAB � <br />3 1/2" m <br />EXTEND 2I I <br />) SLOPE <br />( PER FT. <br />SLAB 1 1/2" <br />" <br />— — — — — — — <br />FM-12X18 <br />L _ _ _ _ _ _ _ _ _ _ FM-12X18 <br />Y <br />Li <br />a <br />_ _ <br />FM-12X18 <br />18'-4" <br />FOUNDATION PLAN <br />SCALE: 1/4 - V-0" <br />5'-4" <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE + 0'-O". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + 0'4', SEE SURVEY PLOT FOR NAVD. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 112" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, <br />9.WNDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT, <br />i 1.0INDICATES #5 BAR, VINDICATES #6 BARANDICATES #7 BAR VERTICAL <br />REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE <br />HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° <br />HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = <br />30", #6 =36-1, AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F"m = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />V <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />04 <br />p <br />svEDly ae LOT: <br />ABBOTT PARK <br />LOT #12 <br />BLK #13 <br />PHASE #4B <br />PROJECT# <br />04181.04B-12131 <br />MODELa <br />3EAB <br />"1504- ALLE)C" <br />GARAGE SUING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />DATE: 10/26/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1 <br />